Shear Behavior Models of Steel Fiber Reinforced Concrete Beams Modifying Softened Truss Model Approaches

Title
Shear Behavior Models of Steel Fiber Reinforced Concrete Beams Modifying Softened Truss Model Approaches
Author(s)
강주원황진하[황진하]이득황[이득황]주현진[주현진]김강수[김강수]서수연[서수연]
Keywords
MEMBRANE ELEMENTS; CONSTITUTIVE LAWS; STRENGTH; STIRRUPS; TENSION; MEMBERS; COMPRESSION
Issue Date
201310
Publisher
MDPI AG
Citation
MATERIALS, v.6, no.10, pp.4847 - 4867
Abstract
Recognizing that steel fibers can supplement the brittle tensile characteristics of concrete, many studies have been conducted on the shear performance of steel fiber reinforced concrete (SFRC) members. However, previous studies were mostly focused on the shear strength and proposed empirical shear strength equations based on their experimental results. Thus, this study attempts to estimate the strains and stresses in steel fibers by considering the detailed characteristics of steel fibers in SFRC members, from which more accurate estimation on the shear behavior and strength of SFRC members is possible, and the failure mode of steel fibers can be also identified. Four shear behavior models for SFRC members have been proposed, which have been modified from the softened truss models for reinforced concrete members, and they can estimate the contribution of steel fibers to the total shear strength of the SFRC member. The performances of all the models proposed in this study were also evaluated by a large number of test results. The contribution of steel fibers to the shear strength varied from 5% to 50% according to their amount, and the most optimized volume fraction of steel fibers was estimated as 1%-1.5%, in terms of shear performance.
URI
http://hdl.handle.net/YU.REPOSITORY/28820http://dx.doi.org/10.3390/ma6104847
ISSN
1996-1944
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건축학부 > 건축학부 > Articles
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